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S-2000-1.6z 3I ' W Z a n W J LL i W , 8 w 00 > p x o , t o 00 0 M + -" Sri 00 L 50.45 INV 18 SD LINE A I 11 Q4 ' ' Q -• J ui ck-a 1 W I w 1 m o? Q Ard — — — � EXIST. GRID. — — — B' WATER UNE 'C' c -, S =0. Ale 6 8' SEWER ° z LINE 'C' o 0 N 4 42 P� 1 o> " " C& WAR LINE C 60 2 1 1 SHEET 4 SEE J. � _ H + � U Q 0 0 n !n O FQ =Cn U) 0i2 LO H + _j:2 (n Lo U D_ PROP. F.S. 0 STREET C/L ❑ t0 LENGTH 108 N80'29' 37 "E 236.96' o + U Q 110 20) 35.13 O N00'28'12 "E 0 am N LO o :2 { O + J� w 00 > p x o , t o 00 0 M + -" Sri 00 L 50.45 INV 18 SD LINE A I 11 Q4 ' ' Q -• J ui ck-a 1 W I w 1 m o? Q Ard — — — � EXIST. GRID. — — — B' WATER UNE 'C' c -, S =0. Ale 6 8' SEWER ° z LINE 'C' o 0 N 4 42 P� 1 o> " " C& WAR LINE C 60 2 1 1 SHEET 4 SEE J. � _ H + � U Q 0 0 n !n O FQ =Cn U) 0i2 LO H + _j:2 (n Lo U D_ PROP. F.S. 0 STREET C/L ui c!) > oZ 00 ° 0 w x 00 M �� M� + ix INSTALL 455.57 LF 8" VCP SEWER "' °0 50,26 IN V SD LINE 8' WATEi LINE 'C' > W? o??oo> oo tZZ N0 io aO Z? oo> � o> mm 00 D mOD m + � AN NN m N dN N •tul + tn4 '*L0 m aU-) 1.[.9 /d�tlGS�iBfB� 8" VCP SEWER NOTE: SEWER MANHOLES TO BE ADJUSTED TO GRADE AFTER FINAL PAVING IS INSTALLED, BUT BEFORE SLURRY SEALING. 6 +00 PROF SCALE VERTICAL: 1"=2' HORIZONTAL: 1"=20' 13OUGANIVILLEA ST m Z SEE SHEET 5 00 7 + + 43� / 31 Q 1 �' + N a F- a LO x i 4g o POCKET PARK N IOLL+CO)) 18" RCP ° P.L. � S.D. LINE B - - - - - 1 4 3 gR�AR ROS ' 0 " 211 v L �� 1 + SEAR LINE "C C &G 0 5 cr F A 0 0 5 Q O P L. 611 61 5 r 1 y 53 I 54 NOTE: FOR SEWER LATERAL STATIONING 611 g1 — & DATA SEE SHEET 2 _ I 52 WATER DATA SEWER DATA 1 Y R E V I S I O N S NO. DATE DEBCFWMN APP. /A 1 10 -06 -00 1 ADDED WATER METERS SCALE: 1"=20' COURSE DATA ❑ BEARING LENGTH 108 N80'29' 37 "E 236.96' o 0 z ``' 128.84' 110 N44'31'48 "W 35.13 111 N00'28'12 "E 351.54 SEWER /SD PROTECTION PER CMSD STD S -109 OR PER CMSD INSPECTOR z w m MODEL LB400) 64 DO N 65 INSTALL 8" FLG. D.I. TEE w INSTALL 8" PUSH -ON D.I. 45 DEGREE BEND <N — — �O 6 INSTALL 8" R.S. GATE VALVE (PUSH -ON x FLG) PER MCWD STD DWG NO 14 69 INSTALL 8 "x 8"x 6" PUSH -ON x FLG. D.I. TEE rn ' x M w 'q- m +� D p �� ss5F + 0 + x 8, 6� 5� \�J rn m S =0.004 5 c� 6 S =0.004 �0 ui c!) > oZ 00 ° 0 w x 00 M �� M� + ix INSTALL 455.57 LF 8" VCP SEWER "' °0 50,26 IN V SD LINE 8' WATEi LINE 'C' > W? o??oo> oo tZZ N0 io aO Z? oo> � o> mm 00 D mOD m + � AN NN m N dN N •tul + tn4 '*L0 m aU-) 1.[.9 /d�tlGS�iBfB� 8" VCP SEWER NOTE: SEWER MANHOLES TO BE ADJUSTED TO GRADE AFTER FINAL PAVING IS INSTALLED, BUT BEFORE SLURRY SEALING. 6 +00 PROF SCALE VERTICAL: 1"=2' HORIZONTAL: 1"=20' 13OUGANIVILLEA ST m Z SEE SHEET 5 00 7 + + 43� / 31 Q 1 �' + N a F- a LO x i 4g o POCKET PARK N IOLL+CO)) 18" RCP ° P.L. � S.D. LINE B - - - - - 1 4 3 gR�AR ROS ' 0 " 211 v L �� 1 + SEAR LINE "C C &G 0 5 cr F A 0 0 5 Q O P L. 611 61 5 r 1 y 53 I 54 NOTE: FOR SEWER LATERAL STATIONING 611 g1 — & DATA SEE SHEET 2 _ I 52 WATER DATA SEWER DATA 1 Y R E V I S I O N S NO. DATE DEBCFWMN APP. /A 1 10 -06 -00 1 ADDED WATER METERS SCALE: 1"=20' COURSE DATA ❑ BEARING LENGTH 108 N80'29' 37 "E 236.96' 109 N89'31'48 "W 128.84' 110 N44'31'48 "W 35.13 111 N00'28'12 "E 351.54 WATER CURVE DATA Q DELTA R L T 152 09'58'35" 410.00' 71.39' 35.79' COURSE DATA ❑ BEARING LENGTH 211 N80'29'37 "E 256.99 212 N89'31'48 "W 134.70 213 N44'31'48 "W 55.13 o WATER LINE "C"-` -to Go I � 00 212 SEWER LINE C. 5 C &G 5 LO I I 61 cp _ I 57 58 CONSTRUCTION NOTES 110 I 59 11� ASHWOOD ST_ MATCH LINE SEE SHEET 7 33 1 SEKIR 5 INSTALL 8" VCP SEWER MAIN WITH BEDDING PER CMSD STD DWG S -112 WATER 60 INSTALL 8" PVC CL 150 C900 AWWA WATER LINE (WHITE) 51 I CONSTRUCT 48" MANHOLE PER CMSD STD DWG S -100 T INSTAL- 1" COPPER. SERVIr_E ASSEMBLY PER. MESA. r_ONSOUDATED WATER. DISTR.Ir_T STD DWG NO 1 &3 5 INSTALL 6" VCP SEWER LATERAL PER CMSD STD DWG S -104 - A WITH 3/4" METER & BOX (22 TO 23 G.P.M.) 5 SEWER /SD PROTECTION PER CMSD STD S -109 OR PER CMSD INSPECTOR © INSTALL STANDARD FIRE HYDRANT PER MCWD STD DWG NO 4 (CLOW, W /BREAK -OFF CHECK VALVE, MODEL LB400) 64 CONSTRUCT THRUST BLOCK PER MCWD STD DWG 12 65 INSTALL 8" FLG. D.I. TEE 66 INSTALL 8" PUSH -ON D.I. 45 DEGREE BEND 6 INSTALL 8" R.S. GATE VALVE (PUSH -ON x FLG) PER MCWD STD DWG NO 14 69 INSTALL 8 "x 8"x 6" PUSH -ON x FLG. D.I. TEE SEWER CURVE DATA Q DELTA R L 252 09'58'35" 390.00' 67.91' 1 34.04' INSTALL 1 SERVICE W/ 5/8 METER PER MCWD STD DWG NO 1 &3 FOR IRRIGATION OF POCKET PARK (9.0 G.P.M.) 7® INSTALL 6" PVC CL 150 C900 AWWA WATER LINE (WHITE) 7 INSTALL 6" FLG. x PUSH -ON R.S. G.V. 8 INSTALL SIPHON PER MCWD STD. DWG NO. 25 Hl1I1T`ZOLIARS ��pROFESSILA, IMPROVEMENT PLAN y���°RV R. C��i 6 O F 8 ""ft-Z°'a` SEWER 8 WATER No. 39478 m 15101 Fiec! I-® Averxre, Tustin, CA 92780 K714) 259 -7900 � Expiration A aRer�ReD uNOCR na: surmNS�oN a '2 -3, - °' .* TR. 15882 - ADAMS AVENUE b MESA VERDE DRIVE �° JT CIVIC �Q' glFOF t;pl1E�� CITY OF COSTA MESA 3W78 12 -31 -01 Y R. R.C.E DOIRES D P. E REAL 1 AI 1f1- �1AM -A7